Experimental Investigation of Geosynthetic-Reinforced Pile-Supported Composite Foundations under Cyclic Loading

Table 3

Fitting values of α, β, constant C, and coefficient of determination R².

Test	α	β	C	R^2
FG1, 3 ± 1 kN	−0.5719	−0.9216	1.439	0.9587
FG1, 3 ± 2 kN	−0.764	−1.614	2.27	0.9539
RFG1, 3 ± 1 kN	−1.183	−0.08884	1.846	0.9431
RFG1, 3 ± 2 kN	−0.8646	−0.8709	2.06	0.9318
RFG2, 3 ± 1 kN	−0.9344	−0.1108	1.556	0.9217
RFG2, 3 ± 2 kN	−0.9134	−0.6477	2.039	0.9527